Ls2 408 stroker
The 1.7's had the factory 8mm threads.
So will the 11/32 .120 will fit you are saying in the LS3 head?
137% stiffer sounds like me when I see a woman I find attractive. This is what I would like to use if they fit.
Would you say the 5/16 .105 is going to be sufficient?
In regards to the peak power, because of the mid length runners, power should be peaking closer to 7000rpm before starting to fall away but as we know it is due to the valvetrain issues.
This actually sounds like a good plan of attack.
Start with the push rods, see what happens,
I'm still thinking this it...
I thought you had said you had the YT 1.7's with 10mm upgrade.my bad on that one
To your other post about the PAC 1209x not being 200# seat pressure, his tuner shimmed them way up to try and get it to pull higher rpm. They’re 500#/in.
To your other post about the PAC 1209x not being 200# seat pressure, his tuner shimmed them way up to try and get it to pull higher rpm. They’re 500#/in.
The Best V8 Stories One Small Block at Time
Two tubes of same diameter but different wall thicknesses, the difference in stiffness will be far less than with the two different diameters.
A 3 inch diameter steel tube with an 0.062 wall is 18% “stiffer” or deflect 18% less than a 2.5 inch diameter tube with a 0.093 wall thickness and is 7% lighter per foot. · A 2.25 inch diameter tube with an 0.062 wall thickness is about the same stiffness and weights 10% less per foot than the 2 inch 0.093 wall tube.· A 2.5 inch diameter tube with an 0.062 wall thickness is about the same stiffness and weights 27% less per foot than the 2 inch 0.125 wall tube.
Answers my question though, there is a crossover point for diameter vs thickness as far as which is stronger.
Larger diameter tubes at a thinner wall thickness can still potentially have more cross sectional area than a thinner diameter with a thicker cross section. Area increases with the square of diameter so material added to the outside of a tube increases cross sectional area exponentially more than material added to the inside.
The area moment of inertia impacts buckling resistance which will get better the further out the material is from its axis - hence getting better with an increase in diameter. The outer ring of material has the greatest contribution to the buckling resistance.
A larger diameter tube with a smaller cross sectional area can have a greater buckling resistance than a smaller diameter with greater CSA.
Columns fail by buckling when their critical load is reached. Long columns can be analysed with the Euler column formula
F = n π^2 E I / L^2 (1)
where
F = allowable load (lb, N)
n = factor accounting for the end conditions
E = modulus of elastisity (lb/in2, Pa (N/m2))
L = length of column (in, m)
I = Moment of inertia (in4, m4)
Where I
I = π (do^4 - di^4) / 64
You want to be FAR from buckling in application.
The pushrod in application is also actually a spring and there are dynamic considerations that are even more complicated. Metal has a spring rate and the pushrod will be compressing and extending as load is applied and released. This oscillation can reach harmonic points that will cause problems in the system if the pushrod is working against the action of the lifter and rocker.
First, just on cross-sectional area alone, with no consideration for moment of inertia,
...5/16 x .080 = .0.584 sq in
...5/16 x .100 = 0.0668 sq in
...3/8 x .080 = 0.0741 sq in
...3/8 x .100 = 0.0864 sq in
...11/32 x .125 = 0.0855 sq in
Now, to avoid making the post really long, I'll just calculate moment of inertia (static value, not like the MOI of your flywheel) of the various pushrods at an equal load:
...5/16 x .080 = .0028
...5/16 x .100 = .0029
...3/8 x .080 = .0046
...3/8 x .100 = .0049
...11/32 x .125 = .0039
Now, using moment, I'll calculate the load needed to bend the pushrod (shear, not axial)
...5/16 x .080 = 129 lbs
...5/16 x .100 = 134 lbs
...3/8 x .080 = 210 lbs
...3/8 x .100 = 225 lbs
...11/32 x .125 = 181 lbs
So you see, diameter has WAY more impact than wall thickness on pushrod stiffness. Both in terms of cross section area and moment of inertia. Clear as mud?










